20230117_Mine_Maps

_ EE�N ICI
MINE DEVELOPMENT PLAN
L� ERT Mk,
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305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
[e-mail]
Licensure #: C-0793
SINGLETARY PIT
LYNWOOD ESTATES LLC
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SHEET # DESCRIPTION
The creation of authorship contained in this drawing including
but not limited to all design, text, specifications and images,
are owned, except as otherwise expressly stated, by
Anderson Engineering & Associates, P.A. and are protected
cool EXISTING CONDITIONS by ynot copyright and ether intellectual d, tray laws. This drawing
may not be copied, reproduced, transmitted, displayed,
distributed, sub-licensed,altered, utilized for other projects or
otherwise used in any manner without the prior written
C 10 consent of Anderson Engineering it Associates, P.A., except
SITE PLAN to the extent that such use constitutes "fair use" under the
Copyright Act of 1976(17 U.S.C.§107),as amended. Project
owner may keep one on-altered permanent copy to be used
or intended project use only.
C 10 2 R E C LA M AT I O N PLAN
C201 DETAILS COVER
( ISSUE DATE: 11.02.2022
NO. DATE REASON
... _. Q1 01.04.202 NCDEQ-MINING PROGRAM REVIEW COMMENTS
NO CHANGES THIS SHEET
ke"� Teo OWNER:
�L LYNWOOD ESTATES, LLC
KODEY L. SINGLETARY
1901 TAR HEEL ROAD
TAR HEEL, NC 28392 r RE
[phone]
P dAN 17 1013
.1l1ALllIN
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SCALE: NTS
BLADEN couN � Y r, - DRAWN BY: RT
ROBEsory cOUNiy lrF2 CHECKED BY: LWA
PROJECT NO.: 40-1902
DRAWING FILE: 1902
FILE NO.: 1902
SHEET NO.
C000
VICINITY MAP NORTH © 2023 Anderson Engineering&Associates, P.A.
• • • • • • • • • • • • • • • •

DEBORAH S DAVIS, Erux ! I r )
PIN: 035500535116 \ 16/ I 60.00-1 , — II It
II L NWOOD ESTATES, LLC
DB 596 PG 394 RIGHT-OF-WAY IST.WATER MAIN 15 1 I r — — — — — — —
PROVIDED BY BLADEN \`/ I ( ( — — — — — — _ I KODEY L. SINGLETARY
COUNTY WATER DISTRICT MAVIS H. SINGLETARY L/E 1901 TAR HEEL ROAD
_ _ — — PIN: 035500334579 `14j I TAR HEEL, NC 28392 c�_ _ _ SR. 1004 (TAR HEEL ROAD) �\ / ( I 1
a — — — _ ZONE: RA ( \13/ (910) 9916401
TERRY C HERRING 3
E�WN: W — " --_w — — — I ( ( PIN: 035500436073 I JEANINE ALLEN LAWSON ETALS
w w — — I i ( DB 378 PG 293 I PIN:DB 562 PG 86077
g I — _ — — Em� —'__ _—L_1 — — ZONE: RA II ZONE: RA
— — w — _
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MAVIS H SINGLETARY L/E I � 5� ! --__-- ____T�--- -"«-F—�-��� T��1��'"�--1-1�^^ WER-----#A„�� I \ \ � � 'P1liERT�1`1 l�
\ 2 j I PIN: 03550032 I JACK L SINGLETARY, I \ 6 —'�- "^ ¢
I DB 733 PG 856 PIN: 03550042041 I KODEY LYNN SINGLETARY �`
JACK LYNN SINGLETARY& —
MRY BETH EDGEI ZONE: RA I DB 245 PG 291 PIN: 035500473695 MAVIS SINGLETARY / — _� w�� \ 305 N. Chippewa Street
Ni03550022731 ��I I DB 771 PG 271 1 —
B 147 PG 661 /l — — — �Fl ZONE: RA ZONE: RA " PIN: 035500347157 \ 7 EXIST. WOODS �- �_�` w \
RL ZONE: RA— L _ — rYl \� DB 733 PG 862 / — _���_ Lumberton NC 28358
��— J--- _ _ _ — ZONE: RA ° TO REMAIN Office: (910) 6719530
- - - - - - - - - - - ( `
N57 22 05.47E _"N5 _ 2 —
EIR 7 EIR — — — — — — — — r\ �. — — — — — — 634.78' — �/ — — ®EIR 223.48— ����' Fax: [phone]
�y C — k` Email:` andersonen inee n a@ maiLcom
I /4 EXIST.w000s �� — — — —I` _ _��__ 9 gp g
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/ TO REMAIN �� _ - — ELOCATE _ v Licensure #: C-0793
EXI T. EXIST. FENCE VICINITY MAP NORTH
( KODEY SINGLETARY / P LE BAN (` EXTEND FENCE TO
I f \ ai EXISTING CONDITIONS NOTES
PIN: 035500423009 ,�' PROP. GATE / \ \ � /� /
\ DB 762 PG 928 1. TOTAL AREA: 37.48 AC
ZONE: RA \
/ !` XIST.WOODS
TO BE REMOVED / \ \
\ 928.71' 1 — _ _ TO B AC) / \ \ `y 2. ZONE: RA
/ \ � 3. PROPERTY OWNED BY:
EIR - - - KODEY L. SINGLETARY
1901 TAR HEEL ROAD ♦ �
TAR HEEL, NC 28358 V
EXIST. I /`, I / \ \ 4. ALL ELEVATIONS ARE NAVD88. s�
\ \ C Z I \ IST. WATER-SERVICE 5. FLOOD ZONE X.
( \ \ \ SHED,! / \ PROVIDED BY BCADEN THIS PROPERTY IS DETERMINED TO BE OUT OF
�YN. / i / COUNTY WATER DISTRICT Q
THE 0.2%ANNUAL CHANCE FLOOD PLAIN
1 \ \ -Lam. - - !I I I // 4>� > ACCORDING TO F.I.R.M. MAP#3720034400K LL �_
( �o
DATED JANUARY 5, 2007. � CI� eJ
AST. 15io RCP / 6. SURVEY DATA BY: � a ,
INV.=128.11
� \ \EXIST. 18�W C-P a",r a " I '� l // / ANDERSON ENGINEERING &ASSOCIATES, P.A. � W �
/ / / 305 N. CHIPPEWA STREET CL
/ \ TO BE REMOVED /I, - — — -- - — — -- �/ \ 8 \ Q
\ [ LUMBERTON, NC 28358 Z
\ INV 12966 V
1R \ [phone] �-
INV.=129.20' 6[�:yl/ \ / DEBORAH S. DAVIS 7. WETLANDS DELINEATED FROM NATIONAL WETLANDS Z _
PIN: 035500526970 UJ
D8642PI 3Ur2 1NVERTORY.WEBSITE:
PHASE I �//J: � / ZONE: RA https://www.fws.gov/program/national-wetlands-inventory/ i
a / PHASE II \ wetlands-mapper �„� W Q Z
11.43 AC // j ; 13.41AC / \ 8. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, ,J W
/ \ Q Z
GAS MAINS/LINES, SEWER MAINS/LINES, TELEPHONE LINES,
d�?y60 \ POWER LINES, AND UTILITY STRUCTURES IN THE VICINITY OF w Z J Q
THE WORK TO BE DONE)ARE INDICATED ON THE DRAWING > ® LU _I
ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN IyJ LLI m
/lj' '(� ;J✓ !� /� \ - MADE AVAILABLE TO OR DISCOVERED BYANDERSON
ENGINEERING &ASSOCIATES, P.A. THERE IS NO GUARANTEE
lo,.- _ _ — d �� \ AS TO THE ACCURACY OR COMPLETENESS OF SUCH W
39 /.:��y/ " ; i �� � \\ INFORMATION. ALL SUCH RESPONSIBILITY FOR THE Z_ Q
9 / \ ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY C f'
DISCLAIMED. C
� KELLY DAVIS \ 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
— a �� PIN: 0355 793 PG 103 54 \ LOCATING ALL EXISTING INSTALLATIONS. ,
( _ /i/ � � DBZONE: RA
39 \\
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� 0 m // vAe EXIST.
' //� A/ WOODS TO i Z \ ,��t u...
REMAIN ��qN Cq ..�
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REMAIN
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SEAL a° I27
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130 qin tt V
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/ a31 124.34' —
. The creation of authorship contained in this drawing including
, +s'.,`�,'r. • +. ¢� ems- / '// \ / //// / \ — but not limited to all design, text, specifications and images,
e \ / \
<* �� �- �.� / \ \ / / \ 1� \ — are owned, except as otherwise expressly stated, by
EXISTING .bus / \ _ Anderson Engineering &Associates, P.A. and are protected
ETLAND§� -i .��j/ \ \ / / : 03 500511 _ \ — by copyright and other intellectual property laws. This drawing
. +, . s e �, a • "y>A \ / may not be copied, reproduced, transmitted, displayed,
PIN: 035500511868
" " •a��' " <�" y2A J \\ \ / DB 710 PG 746 \ —— — ' distributed,sub-licensed,altered, utilized for other projects or
CHARLES DAVID ANDREWS \ 1 '')\, — / \ otherwise used In any manner without the prior written
\/ ZONE: RA consent of Anderson Engineering &Associates, P.A., except
PIN: 035500316187 to the extent chat a" use constitutes,"'tall usd' under'ble
DB 696 PG 361 Copyright Act of 1976(17 U.S.C.§107).as amended. Project
ZONE: RA \ - — st 1'': / — — yF r owner may keep one un-altered permanent copy to be used
\ \ — "°' for intended project use only.
.,., \ EXISTING
%5
\ — _— �I \ 17/ i; CONDITIONS/
s —i 11 LISE ROBINSON &N & DEMOLITION PLAN
j/ a \ — NICOLE ROINSON & ETALS
I PIN: 035500514444 '
N _ — — _ II l 18� DB
ONE: RA760 PG 98
ISSUE DATE: 11.02.2022
. - , NO. DATE REASON
ECM I SI AREASE ONLER& I NCDEQ-MINING PROGRAM REVIEW COMMENTS
1 (LE) I "?, u rl ` Ll _ Qi 01.04.202
PIN: 035500513539 I __ a 1 �s. REVISE DEMO AREAS
y _ \ 45' DB 131 PG 251
/ S44° \ \ ZONE: RA It —
IR / / EXIST. WOODSit
\ I
—
PIN: 0310 PIS 21772
w ,' DB 310 PG 299
I ro ZONE: RA
19
LISHOUS ROBESON // m SCALE: 1"=100,
r�u
I / N/ PIN: 035500511486 DRAWN BY: RT
/ \ DB 314 : 375 CHECKED BY: LWA
/' 20 1 \� _ ZONE: RA / �. , ,.?
I / \ TERESSA LESANE JOHNSON \ ' — J PROJECT NO.: 40-1902
' 1 \ PIN: 035500500925 \ ' — _ _ �� Know what's b2�0W.
DB PB 270A44 PG PG 838 \ }• Cali before you dig. DRAWING FILE: 1902
I ZONE: RA \ w FILE NO.: 1902
GRAPHIC SCALE SHEET NO.
263.40' T IRON \ \ ;' 100 0 �,0 100 200 aoo
El � S50 53' 05.47"W I \ � � \ �•
T HOVVE� tV LLE HUNTING/ I \ / \
`. 0 0
& I filN� CLUB 12 1 I \ \ ( IN FEET )
PIN: D O9 G 1044 1 inch = 100 ft. (Horizontal) ©2023 Anderson Engineering&Associates, P.A.
ZONE: RA \ i \

I OWNER: ------
DE BORAH S DAVIS ETUX / I I I NOTE: WATER IS PROVIDED BY BLA EN
W�tlF'k: 500535116 \ 16� I ;15 � I,I II r - - COUNTY WATER.DISTRICT. I LYNWOOD ESTATES, LLC
DB 596 PG 394 1ST. WATER MAIN - -- - 'KODEY L. SINGLETARY
_ _ �A- I PROVIDED BY BLADEN / I I 1901 TAR HEEL ROADw �'
w - J -- - _ COUNTY WATER DISTRICT ROP. GRAVEL I
e w - MAVIS H. SINGLETARY L/E I I
_ CONSTRUCTION / �1 c / ^ TAR HEEL, NC 28392
- w e w - SR. 1004 (TAR HEEL ROAD) PIN: 035500334579 ENTRANCE/EXIT I / I zl "
w w - - DB PG I m l 14/ 113/ [phone] W "
ZONE: RA ROP. GATE Rio TERRY C HERRING I
- I a JEANINEALLEN LAWSON ETALS
e -w- -w - - - w/LOCK <lo PIN: 035500436073 I PIN: 035500446077 2
_ e _ I n�I - DB 378 PG 293 DB 562 PG 865 �
1 w- -- _ rn _ - ZONE: RA ROVIIDE SEDIMENT FENCE ZONE: RA Q I ,
l I 3 LOCATED 1 FT. OFF \\ "�ERTU�
I , I /,l _-._� - - - -_ - -� _ ER-_ {v}AIPt PROPERTY LINE
/ I MAVIS H SINGLETARY L/E 15/ ( o Q - - - - - - W "°ems � 4
2 PIN: 03550032 JACK L SINGLETARY,JR. ( ` - - -
/ I 3 DB 733 PG856 PIN: 03550042041 I KODEY LYNN SINGLETAR JACK LYNN SINGLETARY& _ _ w �_ �_� \ 305 N. Chippewa Street
PIN: 035500473695 MAVIS SINGLETARY / �_ - " NC 28358
MARY BETH EDGEIg ZONE: RA DB 245 PG 291 I DB 771 PG 271 _
IN:B 355 0 2731661 I n ZONE: RA ZONE: RA PI DB 733 PG386257 `? / EXIST.TO REMAIN
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( ® ZONE: RA �_ FaX 4 ZONE: RA_ L - M (l, IR
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Lum
berton,on
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Office. 910 67 19530
10 618 0 838
Email:
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y \ STO KPILE&WASTE AREA andersonengineeringpaQgmaiLcom
EXIST.WOODS _ \ 0.25 AC __
ANY STOCKPILE REMAINING IN �'� Licensure #: C-0793
/ 4 / TO REMAIN -�� _ - - PLACE FOR 21 DAYS OR MORE
VICINITY MAP NORTH
SHALL BE TEMPORARILY _. _
PROVIDE SEDIMENT FENCE c P LE BAN \ SEEDEOANDMULCHEO.
KODEYSINGLETARY z / `` \ / SITE NOTES
I LOCATED 1 FT. OFF PIN: 035500423009 CD
PROPERTY LINE DB 762 PG 928 T n co / \\ // \', \ 1. TOTAL AREA: 37.48 AC
\ ZONE: RA n Q / \ / \ ROPOSED PHASE II 2• PERMIT BOUNDARY: 31.03 AC.
;:'s
-I 3 MINE BOUNDARY: 24.84 AC.
r t MINE BOUNDARY
MIT ZONE: RA
4. PROPERTY OWNED BY:
t:
ED
... .............
i KODEY L.SINGLETARY
:...::..::.: . .... ' . 5� UN ED BOUNDARY
CAVAT 1901 TAR HEEL ROAD
EXIST. BUFFER \ .- / (3 ) TAR HEEL, NC 28358 mmi
XIST.WATER-SERVICE E ■
\ \ 26.6 ' PROVIDED BY BLADEN 5. ALL ELEVATIONS ARE NAVD88.
HAUL�OA� COUNTY WATER DISTRICT 6. FLOOD ZONE X.THIS PROPERTY IS DETERMINED TO BE OUT Q Q
/ OF THE 0.2%ANNUAL CHANCE FLOOD PLAIN ACCORDING TO LL Z
F.LR.M. MAP# 3720034400K DATED JANUARY 5,2007. Z � J
7. SURVEY DATA BY: Q
XIST. 1540 RCP / LL
INV.=128.11` 1 i%�C( 305 N. CH PPEWA STREET
&ASSOCIATES, P.A.
\ \
- LUMBERTON, NC 28358 a Z
;• _ ..
$ ` [phone] ~
_ _ 8. WETLANDS DELINEATED FROM NATIONAL WETLANDS Z
PROVIDE SEDIM T FENCE / �0'UN q�'4µµf l *y " j \ P NE 03 5005BORAH S. D269I70 INVENTORY WEBSITE: W ♦ / Q O
LOCATE 1 FT. OFF Blip, VA y,. / 1 j�/ \ DB 642 PG 302 https://www.fws.gov/program/national-wetlands-inventory/
PRO RTY LINE , Fp I / !
� � \ ZONE: RA wetlands-mapper Q. W Lu Q Z
PHASE I /ia / , / F1iASL�A \ 9. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, J Z W
11.43 AC �' 13.41AC /� \\ GAS MAINS/LINES,SEWER MAINS/LINES,TELEPHONE LINES, Q
u
30.00' j/'// / tcy F/ \ POWER LINES,AND UTILITY STRUCTURES IN THE VICINITY OF W Z_ J Q
UNEXCAVATE �'� (` J - - - - - - % SF 6' \ THE WORK TO BE DONE) ARE INDICATED ON THE DRAWING W J
BUFFER '� + 13 <� G° FAT \ ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN W O
PROPOSED PERMIT i/ll �L j e \ MADE AVAILABLE TO OR DISCOVERED BY IS NO U O
BOUNDARY /� -f \� � �� / Q>• \\ ENGINEERING &ASSOCIATES, P.A. THERE IS NO GUARANTEE Q
(31.03 AC) �O• \ AS TO THE ACCURACY OR COMPLETENESS OF SUCH W
INFORMATION. ALL SUCH RESPONSIBILITY FOR THE Z Q
ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY F�
9 / DISCLAIMED. CC
G
PROPOSED PHASE �� \\\ 10. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
/` = / f�FO KELLY DAVIS
MINE BOUNDARY /'
(11.43 AC) - - - °�" I '� ��� PIN: 035500526654 \\ LOCATING ALL EXISTING INSTALLATIONS. J
�5 DB 793 PG 1039
ZONE: RA \\ EROSION CONTROL NOTES:
1. EROSION CONTROL MEASURES ARE GENERAL IN NATURE.
CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL MEASURES AS
REQUIRED TO PREVENT ON OR OFF SITE RUNOFF AND EROSION.
\ \ 2. ALL PIPE INLETS TO HAVE INLET PROTECTION INSTALLED
u7 m \ ROVIDE SEDIMENT FENCE \
o AT EASEMETyT LINE IMMEDIATELY AFTER INLET HAS BEEN CONSTRUCTED.
3. CONTRACTOR IS RESPONSIBLE FOR INSPECTION.OF ALL
m - ti ��•, % EXIST. ' / \
Cn O ah° INv 12s$2 \ :: /y �/` . '/ \ / j�Q��/ ROPOSED PERMIT \ EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY&
Y ��
x � W/RIPRAPAhRON#1 / /'�VOODSTO \ ��. BOUNDARY \ \\ COMPLETEDAFTER ALL IMMEDIATELY. R MOVEACCUMULATEEDIN EVENTS. NEEDED REPAIRS ARE TO E fit 0
w
o z4 REMAIN
UTFALL2 i'�/y "i . , . ' , ` �/ 1 (31.03 AC) \ \ �.,.,, , o�,L3
\ SEDIMENT AND LEGALLY DISPOSE.
INV=129.75
w/RIPRAP APR #2 im" - / \ \ 4. TOPSOIL TO BE STORED ON-SITE; DURING CONSTRUCTION, _ � SEAL a ( '
PROTECT STOCKPILE WITH SEDIMENT BARRIERS AND TARPS AS _ o J
NECESSARY. SPREAD TOPSOIL EVENLY OVER DISTURBED 13325 `
AREAS DURING FINAL GRADING. ;,py'•NG
DEWATERING BASIN #1 �c °JF \ / /// / / ROPOSED PHASE II \\\ \ 5. EXPOSED SLOPES SHALL HAVE APPROVED GROUND COVER �'�, W NV
BOTTO = m o "`/, >`` \ \ / j MINE BOUNDARY \ WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY Attt,ot`
RISER ELEV=132.50' rA __ i . IST.15•o CPP \ \� (13,41 AC) \\ PHASE OF GRADING. ALL DISTURBED AREAS SHALL BE
WEIR ELEV=133.00' 5 - wv.=12 -92' \ I ) 1 ;P
ORIFICE DIA=2.50" "� STABILIZED WITH PERMANENT GROUND COVER WITHIN 15
SKIMMER SIZE=3.0" "` rive \ �+ \\ WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
"
SHORTER) FOLLOWING CONSTRUCTION OR DEVELOPMENT. The creation of authorship contained in this drawing including
` but not limited to all design, text, specifications and images,
/ \ SEE SEEDING CHART FOR DETAILS.
are awned, except as otherwise expressly stated, by
10/ \ 6. DURING TREE REMOVAL, CHIP ALL SUITABLE TREES, BRUSH Anderson Engineering &Associates, P.A. and are protected
_ .r , < .r ,• . +� �- > \ ,/;ry I ' by copyright and other intellectual property EXISTING `. s o m TO'MgfNTEN \ /! / / HEIDI ROMERO \ AND STUMPS, STOCKPILE CHIPPED MATERIAL AND USE FOR may not be copied, reproduced, ptransmtted, displayed,
ETLA[VDS�,- ti a gCpFSSgNCF \ 2 `70 PIN: 035500511868 \ MULCHING AND STABILIZATION. distributed, sob-licensed,altered,utilized for other projects or
CHARLES DAVID ANDREWS - - B 710 PG 74 I \ otherwise used in any manner without the prior written
c�q/ ZONE: RA .� CONSTRUCTION SCHEDULE LEGENDthe extentt of nthat such useecongstRues"faireuse" under the
PIN: 035500316187 ; _�,- g \ z Y` / \ P FO ' f e b
DB 696 PG 361 <� - � � ' � / J I / forintended ht Act of 1976(e17 U.S.C.§107),as amended. Project
�-{ x,.Y � � 1. OBTAIN PLAN APPROVAL AND ALL OTHER APPLICABLE � d� ExlsT cDNrouas e permanent Copy a used
ZONE: RA ` / - PERMITS. f �(�1 EX ST.WOODSLINE
- owner may keep one un.altered er cro to
project only.
�:T u \ I 2. FLAG CONSTRUCTION LIMITS. - - . - EXIST.TOP OF BANK
.�
T� \ - 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE/EXIT& INSTALL
'• ` 5'UNEXCAVATED / �� _ EXIST.STORM DRAINAGE PIPE
/�\ GATE WITH LOCK AS INDICATED ON DRAWING. o PROP.SEDIMENT FENCE SITE PLAN
144. \ BUFFER ,:' I l 17't 4. INSTALL SEDIMENT FENCE AS INDICATED ON DRAWING. - PROP.MINE BOUNDARY
DEWATERING BASIN # / `.� ` ` NDISTU BE ��/ � ' I 5. CLEAR AND GRUB SITE. STOCKPILE TOPSOIL AND MATERIAL. PROP.PERMIT BOUNDARY
BOTTO = - `. BUFF // / \ - I LISE ROBINSONROBE &N & 6. CONSTRUCT BERMS FROM STOCKPILE OVERBURDEN.
RISER ELEV=133.00' ' +ti 12 / \ ' 1 NICOLE ROINSON & ETALS .. >..i EXIST.HAULROAD
WEIR ELEV=133.50' ;'".�� // PIN: 035500514444 7. PREPARE BERMS FOR SEEDING, LIME AND FERTILIZING. EXIST.WETLANDS
ORIFICE DIA=2.50" I / DB 760 PG 298 8. COMPLETE SEEDING, LIME AND FERTILIZING. RESEED AS -� ISSUE DATE: 11.02.2022
SKIMMER SIZE=2.50" �,� '� I l 18j II ZONE: RA REQUIRED. �T PROP. sru UPPER
.., PROP UNEXCAVATEp BUFFER
i a \/ ' III I _... .. P
9. EXCAVATE & CONSTRUCT DEWATERING BASIN IN PHASE I. �UNDISTURBED B DATE REASON
SIM ROBESON,JR & No.
ALEASE K (LE) I 10. BEGIN EXCAVATING MINE PIT"PHASE I". 0 01.o4.zoz Nc Q MINING PROGRAM-REVIEW COMMENTS
PIN:_035500513539 - - 11. PROVIDE GROUND STABILIZATION BY TEMPORARY SEEDING . .CATEGORY. - AFFECTEDACREAG REVISE PERMIT BOUNDARY,BUFFERS,ADD
\ 1.
_ _
� � � � � � � � � � � �` • � � ' DEWATERING BASINS.
\ 1 DB 131 PG 251 ALL CUT/FILL SLOPES WITHIN 7 DAYS OF COMPLETION OF TRAILINGS/SEDIMENT PONDS- " `- 0-29-
ZONE: RA I GRADING. STOCK PILES 0.50
12. INSTALL DEWATERING PUMP TO DISCHARGE INTO
DEWATERING BASIN. PROCESSING AREA/HAUL ROADS 4.71
84 -
EXIST. WOODS \ 13. EXCAVATE&CONSTRUCT DEWATERING BASIN IN PHASE II. MINE EXCAVATION 24.84
' / \ _. -
- 14. BEGIN EXCAVATING MINE PIT"PHASE II". OTHER (UNEXCAVATED BUFFER) 2.49 -
/ / \ 15. PROVIDE GROUND STABILIZATION BY TEMPORARY SEEDING -
j ALL CUT/FILL SLOPES WITHIN 7 DAYS OF COMPLETION OF TOTAL DISTURBED ACREAGE 28.83
' I GRADING. " -
If / \
I /• MILDRED LESANE _ _ _ 16. INSTALL DEWATERING PUMP TO DISCHARGE INTO BUFFER . . "TOTALACREAGE.'.
PIN: 035500501772 i�� DEWATERING BASIN. UNDISTURBED BUFFER 2.20
DB 310 PG 299 / _ _ _ _ 17. AFTER COMPLETION OF MINING, KNOCK DOWN BERMS AND -
/ ZONE: RA i \� DRESS UP AREA AROUND PIT. SLOPE BANKS OF PIT TO 3:1
MAXIMUM SIDE SLOPES. STOCK POND WITH FISH. 2 20
19 18. COMPLETE FINAL GRADING OF LANDS TO DRAIN INTO PIT. TOTAL BUFFER --
I m 19. PREPARE GROUND FOR SEEDING, LIME AND FERTILIZING.
LISHOUS ROBESON o w EXIST.WOODS 20, COMPLETE SEEDING, LIME AND FERTILIZING AS NECESSARY / SCALE: 1"=100'
i \ PIN: 035500511486 Z > TO ENSURE ADEQUATE COVERAGE OF PERMANENT GROUND
DB 314 PG 375 m c� w R UNDISTURBED w COVER ON ALL DISTURBED AREAS AND CUT/FILL SLOPES , DRAWN BY: RT
;20� \ ZONE: RA wl'� �I BUFFER,PERMIT
_ _ I TEMP.SEDIMENT FENCE, ? z w BOUNDARY,AND w 21. RE-SEED AS REQUIRED. CHECKED BY: LWA
' \ _ _ _ J EASEMENT LINE& N PROPERTY LINE a 22. REMOVE TEMPORARY SEDIMENT FENCE WHEN SITE IS
UNDISTURBED BUFFER w ADJACENT PROJECT NO.: 40-1902
\ TERESSA LESANE JOHNSON \ 60' PROPERTY STABILIZED AND PERMANENT GROUND COVER IS
' I \ PIN: 035500500925 \ _ - APPROPRIATELY ESTABLISHED. DRAWING FILE: 1902
I \ DB 270 PG 838 \ - - MINE Know what's below. 1902
' I PB A44 PG 444 _ SIDE _ `
\\ ZONE: RA GRIl before you dig.APHIC SCALE FILE TN
SHEET N0.
MARSHALL LN
_ / C 10 II
MINING � o0 o ao 0o ao co
PIT 10' 21' ± 18' �
I 3:1 �
49 �
T HOWWW LSV LLE HUNTING/1 \ // \ ('IN FEET)
& IIN CLUB 12 i CROSS SECTION A A
PIN: 5 49 6CL / \ �' \ NTS 1 inch = 100 fit. (Horizontal) 02022 Anderson Engineering&Associates, P.A.
D 0 G1044 Iice\
ZONE: RA
• •. • • r • • �. • r • • • qp • • • • • 0 • 0 • 0

DEBORAH S DAVIS, ETUX / \ I
PIN: 035500535116 16/ j 60.00"
DB 596 PG 394
-7nNE:-BA- I RIGHT-OF-WAY ROVI WATER MAIN 15
- -' PROVIDED BY BLADEN l
— w - --I-- COUNTY WATER DISTRICT MAVIS I-I.SINGLETARY L/E II /`
w W SR. 1004 (TAR HEEL ROAD) PIN: 035500334579 II` / I zl 14� I c�
w w - F4
--- — _ w --w w - - - _ DB PG /13
w - - _ ZONE: RAI
w w - - n o TERRY C HERRING °
- - --� - - — — I ' a to PIN: 035500436073CHERRING
I JEANINE ALLEN LAWSON ETALS
- I l a I� DB 378 PG 293 I PIN: 035500446077
w - - DB 562 PG 865 ;. x
II \ 3 5\ —�1- w m - - ZONE: RA II ZONE: RAC G
/ \ I MAVIS H SINGLETARY L/E I `�/ f �� — " — w — wed �— _ I \ \ p vERTOI�o�.
I \ 2 / I PIN: 03550032 I JACK L SINGLETARY,JR: I \ 6 // Q� Q — �— — — � W _ aoe s P°T
DB 733 PG 856 PIN: 03550042041 KODEY LYNiV SINGLETAR JACK LYNN SINGLETARY& — — = —� w 1
MIpRYBETH EDGEI ZONE: RA I DB 245 PG 2, PIN: 035500473695 MAVIS SINGLETARY / 1 —`�— — _1 � �� \ 305 N. Chippewa Street
IN! 03550022731g I LJ DB 771 PG 271 \ — _
QB 147 PG 661 I - ZONE: RA PIN: 035500347157 7 F,(IST. WOODS —�� — �_ w 283558
r1 ZONE: RA � DB 733 PG 862 � / _ -- � "�, \ Lumberton, NC
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KODEY SINGLETARY z
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\ DB 762 PG 928 -n o // \ \ N 13 ' EXIST.CONTOURS
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\ 928.71' MINE BOUNDARY - . EXIST.TOP oFBANK
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1ao 132 5' UNEXCAVATED BO�U.nN�DARY PROP.MINE BOUNDARY
120
BRUFFER 31`(�3 AC
T / ( ) PROP.PERMIT BOUNDARY
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26.6A. / IST WATER�SERVICE
116 118 SHED,I _ _ EXIST.HAUL ROAD
HAUL / PROVIDED BY B�ADEN J
�OAD COUNTY WATER DISTRICT EXIST.WER-ANDS ® Q
PROP.UNEXCAVATED BUFFER w
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PROP.UNDISTURBED BUFFER Z zi
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DEBORAH S. DAVIS _
BUCq�AT PIN: 035500526970 W F"f FFR Ep DB 642 PG 302 Q V
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(11.43 AC) ' KELLY DAVIS �'`'
PIN: 035500526654 I I� 21 DAYS OF FINAL GRADING
/ / e DB 793 PG 1039 \ EX.
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UNEXCAVATED DITCH ROAD 5'
BUFFER UNEXCAVATED
t0 �"i:r. \ \\ //� / �`\ \ / // \ \ _ E)UST,GROUND BUFFER
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TYPICAL HAUL ROAD CROSS-SECTION A - A al
zof NTS of
�O ZI ml ` The creation of authorship contained in this drawing including
10 \ 30' —ml'-' W but not limited to all design, text, specifications and images,
zI are owned, except as otherwise expressly stated, by
ETLAN - \ ' _ IU N EXICAVATE6 E w Anderson Engineering & Associates, P.A. and are protected
HEIDI ROMERO \ BUFFER w Z� by copyright and other intellectual property laws. This drawing
d - may not be copied, reproduced, transmitted, displayed,
CHARLES DAVID ANDREWS / of PIN: 035500511868" 5' I
+ ' ` ` +,� a .� v yza ,• ' tiry eG q•moo, DB 710 PG 746 \ distributed,sub-licensed, altered,ulli2ed for other projects or
�. L. \ _ '_' UNEXCAVATED otherwise used in an manner without the, + . ✓ - `�' /�/ T y prior written
., + �. + wy 9/. ZONE: RA - EXIST.DITCH
PIN: 035500316187 � �� .�+,� .��V _ \ / F� � _ � �� BUFFER consent of Anderson Engineering &Associates, P.A., except
DB 696 PG 361 `<`+ s 1 ' - to the extent that such use constitutes "fair use" under the
y ESTABLISH PERMANENT Copyright Act of 1976(17 U.S.G.§107).as amended. Project
ZONE: RA - '+ 1 / ESTABLISH PERMANENT
.—x - , -- g .. \ � - GROUNDCOVER WITHIN � owner may keep one on-altered permanent copy to be used
GROUNDCOVER WITHIN 21 DAYSOF FINAL GRADING I - project Y,. SEXIST.GROUND - for Intended ro'ect use only.
- - - - - ti - - - -
- \
. . . , 144. L A 13 RECLAMATION
� � 1 `17 \ 3 .85 \ /
2 APPROX. 0'
NDISTU BE j d \ _ `/ AL /
* ` B 11 UFF / I I 1 11 LISHOUS ROBESON & \` PLAN
NICOLE ROBINSON & ETALS 10'BENCH
to \ 1 PIN: 035500514444 0 /-10'BENCH b \
DB 760 PG 298 cv
ut II -I 11 \ 18/ 1 ZONE: RA + + ISSUE DATE: 11.02.2022
ECM 1 SIM ROBESON,JR & 1 N0. DATE REASON
\ ALEASE K(LE) 1 Q NCDEQ MINING PROGRAM-REVIEW COMMENTS
20' \ 1 PIN: 035500513539 1 01.04.202 - -
_ --.445' W \ \ - I REVISE CROSS-SECTIONS — —
p5 qT 1 DB 131 PG 251 -
/ � S44° � \ \ 1 ZONE: RA
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' W / DB 310 PG 299 // \ _ GROUNDCOVER WITHIN I �
zo "' ZONE: RA / / \\ _ _ _ _ 21 DAYS OF FINAL GRADING 5 I 190 Ld _
GROUND
m / \ /19 \ _ UNEXCAVATED --I UNDISTURBED
BUFFER BUFFER —
' / I N / \ LISHOUS ROBESON -
- -
PIN: 035500511486 / ® o APPROX. 7.0' -- 130 7 SCALE: 1"=100'
DB 314 : 375 WETLANDS
/20 \ \ ZONE: RA / 10'BENCH � \ DRAWN BY: RT
N �10'BENCH
TERESSA LESANE JOHNSON \ _ " - _ J � CHECKED BY: LWA
+ ESTABLISH PERMANENT PROJECT NO.: 40-1902
I 1 \ PIN: 035500500925 \ - _� I�
I \ DB 270 PG 838 \ Know what's IJ2IOW. 21 DAYS OF FINWITHIN
' 1 PBA44PG444 21DAYsoFFINALGRaONG DRAWING FILE: 1902
' \ ZONE: RA \ Call before you dig.
FILE NO.: 1902
\ ���\ GRAPHIC SCALE SHEET NO.
\ \
I 263.40' T IRON 00 o ao mo zoo aoo
El 5S p 53' 05.47"W
T HO �V LLE HUNTING/� 1 \ /// \ CROSS-SECTION C - C
& I yyIIIN CLUB 12 1 \ / \ ( IN FEET ) NTS
IN: �3C =102
5 q49 663 \, / \ / \ = 1,h1�sLx�nisall
r DAA 110 1044 1 \ / i\ ,inC,h 11414)fit. ©2023 Anderson Engineering&Associates, P.m.
ZONE: RA 1 / '

Maintenance: j RT�r
1.Per NCG-01 inspect at least once a week and after each 1 inch
or greater rainfall;make any required repairs immediately.
2.Maintain the gravel pad in a condition to prevent mud or y �y
sediment from leaving the construction site.This may require TURFING SCHEDULE
MIN. periodic Yopdrassingwttlt`24ndh5forre. v '
Construction 3.Immediately remove all objectionable materials spilled,washed C/� (•j
1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics. I or tracked onto public roadways. 1. All disturbed areas that require turfing shall ni dressed to typical sections. The top �y
2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground. two inches shall be pulverized to provide a uniform seedbed. NOTE: Lime should be applied with P
(Higher fences may impound volumes of water sufficient to cause failure of the structure) construction: necessary equipment to give uniform distribution of these materials. The hand-bucket method is
1. Clear the entrance and exit area of all vegetation,roots, not acceptable. a
3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid z and other objectionable material and properly grade it.
joints. When joints are necessary, securely fasten the filter cloth only at a support post with 2. Place the gravel to the specific grade and dimensions 2. The following are rates and kinds of these materials to be applied PER ACRE: Select a temporary
8' MAX.STD.STRENGTH FABRIC 4 feet minimum overlap to the next post. shown on the plans,and smooth it. AND permanent seed mixture based upon the dates of seeding. ERTOI�
4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side 3. Provide drainage le carry water to a sediment trap or
w/WIRE FENCE �j other suitable outlet.
SUPPORT W IRE STEEL POSTS of the posts. Extend the wire mesh support to the bottom of the trench. Fasten the wire I 4. Use geotextile fabrics in order to improve stability of the Temporary Seeding:
MAX. 8'APART 6' MAX: EXTRA STRENGTH reinforcement,then fabric on the upslope side of the fence post. Wire or plastic zip ties 06"MIN. 2"-3"COARSE AGGREGATE foundation in locations subject to seepage or high water 305 N. Chippewa Street
ICKNESS PLACED ON FILTER FABRIC table. SPECIES RATE PER ACRE DATES
FABRIC w/OUT WIRE FENCE should have a minimum 50 pound tensile strength. 120 lbs. Aug. 15-Apr. 15 Lumberton, NC 28358
5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Supports Rye (grain)
FILTER p should be driven securely into the ground a minimum of 24 inches. Kobe Lespedeza 50 lbs. Dec. 1-Apr. 15 Office: (910) 67 0838
Apr. 15-Aug. 5 Fax: [phone]
FABRIC ,0 z 6. Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support German Millet 40 lbs. p • g• ( )
O1 0 FILTER FABRIC WIRE fence. Securely fasten the filter fabric directly to posts. Wire or plastic zip ties should have a 10-10-10 Fertilizer 750 lbs. Dec. 30-Aug. 15 Email:
FENCE Aug. 5-Dec. 30
(O X 24" MAX ABOVE minimum of 50 pound tensile strength. 1000 lbs. g• anderSOnenglneeringpa@gmalLCOm
BACKFILL & COMPACT GROUND SURFACE 7- Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed -. Jan. 1-Dec. 31 Licensure #: C-0793
S4 THOROUGHLY line of the posts and upslope from the barrier. Ground Agricultural Limestone 4000 lbs.
__OpF 8. Place12 inches of fabric alongthe bottom and side of the trench. 2. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT NTS
III PLASTIC OR - _ -- _ _ -
_ _ _ WIRE TIES 9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction Permanent Seeding:
-I I-I I- I of the backfitl is critical to silt fence performance. SPECIES RATE PER ACRE DATES
_ ". i`;1. _ ..
III I I POSTS 24 MIN.
10.Do not attach filter fabric to existing trees. Tall Fescue Sept. 1-Oct. 31
I I-III=ooI I - = BELOW GROUND (blendof
f o oath e
improved varieties 200 lbs. or Feb. 15-Apr. 30
III-III= SURFACE 24„
Rye(grain) 25Ibs. Sept. 1 Oct.
- -Apr. / )
-) -I �-u I Maintenance: or Feb.Feb. 15- V
I-I I - FILTER FABRIC 1. Inspect sediment fences at least once a week and after each 1 inch or greater rainfall. March-June
Make any required repairs immediately. Centipede Grass 20 lbs.
8" DOWN &4" FORWARD 2. Should the fabric of a sediment fence collapse, tear, decompose, or become ineffective, 10-10-10 Fertilizer 1000 lbs. Sept. 1-Oct. 1 0
ALONG THE TRENCH replace it promptly. or Feb. 15-Apr. 3 � Q
3. Remove sediment deposits as necessary to provide adequate storage volume for the next Ground Agricultural Limestone 4000 lbs. Sept. 1-Oct. 31 t� Z
remand reduce pressure on the fence.Take care to avoid undermining the fence during or Feb. 15-Apr. 3k Z J
cleanouts. < W 0
4. Remove all fencing materials and unstable sediment deposits and bring the area to grade 3. Seeded area shall be cultipacked to firm seedbed and to cover seed.
and stabilize it after the contributing drainage area has been properly stabilized. 4. Grain straw shall be applied over seeded areas as mulch CL ■ II.-. No bare ground shall be visible in the mulched Q_ Q
area if proper installation is achieved. Thick clumps of straw are not permissible as uniform coverage a' V Z
is expected. Straw shall be applied at a minimum of 4,000 lbs. per acre. Z
5. The mulched area shall be tacked with liquid asphalt sufficent to hold straw in place where necessary. W Q
1. TEMPORARY SILT FENCE NTS 6. Ditch treatment shall be used in areas where steep grades could cause ditch erosion. Use of Jute LLj W o Z W
mesh, excelsior matting or fiberglass roving is acceptable. Ditch treatment should be installed �-
AFTER mulching oparanon. a ® � Z _
d50- m
SKIMMER 1: 3.0" ORIFICE 1: 2.5" 7. Temporary ground cover on perimeter dikes,swales, ditches, and slopes shall be seeded,fertilized, 1 d Z J Q
SKIMMER 2: 3.0" ORIFICE 2: APRON ZERO GRADE Zxil&k 2.5" dMAX- 5'0 -
CLASS B RIPRAP and mulched sufficient to prevent erosion within 7 calendar days of completion of any phase of grading. O W J
N W m
INLET 1. ALL EROSION &SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AND 8. Temporary ground cover on slopes 3:1 or flatter that are less than 50 feet in length and all other W
VENT MAINTAINED ACCORDING TO THE REQUIREMENTS OF THE NORTH CAROLINA disturbed areas with slopes flatter than 4:1 shall be seeded,fertilized, and mulched sufficient to prevent O
DEPARTMENT OF ENVIRONMENTAL QUALITY- LAND QUALITY SECTION (NCDEQ) BASED erosion within 14 calendar days of completion of any phase of grading.
A A ON THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN AND DETAILS. Z
2. THE CONTRACTOR SHALL ALSO MEET ALL REQUIREMENTS OF THE SEDIMENTATION 9. Permanent ground cover sufficient to restrain erosion should be provided on all areas disturbe(i
POLLUTION CONTROL ACT OF 1973(NORTH CAROLINA GENERAL STATUTE 113A-51 during this project within 15 working days or 90 calendar days, whichever period is shorter,following
SCH 40 T "" oN b THROUGH 66) completion of construction.
COUPLING " N 3. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE NCDEQ SELF-INSPECTION
CONNECTION ARM . PROGRAM BY,AT A MINIMUM, INSPECTING ALL EROSION AND SEDIMENTATION
:t CONTROL MEASURES,AS WELL AS, CHECKING FOR THE NEED FOR GROUND COVER MAINTENANCE SCHEDULE:
(TEMPORARY AND/OR PERMANENT)AND VERIFYING DIMENSIONS OF ALL INSTALLED 1. All erosion and sediment control practices will be checked for stability and
7r=) PLAN SEDIMENT AND EROSION CONTROL MEASURES. operation following every storm event, but in no case, less than once every
(0 4. THE CONTRACTOR SHALL COMPLETE A REPORT DOCUMENTING THE INSPECTIONS BY week. Any repairs or cleaning necessary to maintain erosion and sediment
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE control practices shall be completed immediately. Record of weekly
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, inspection reports are to be completed by the site superintendent and
DATING,AND SIGNING AN INSPECTION REPORT THAT LISTS
5.0' EACH MEASURE, PRACTICE
I maintained on site.
OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
SKIMMER MAINTENANCE
(RULE 15A NCAC 04B.0131). A"SELF-INSPECTION REPORT FOR LAND DISTURBING 2. All seeded areas will be re-fertilized, re-seeded as necessary and mulched
``v„r,n urrfp7
1- INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(ONE-HALF INCH ACTIVITY"AS REQUIRED BY NCGS 1134-S4) IS AVAILABLE FOR USE. according to the Turfing Schedule. CA z
HOSE
OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN NO OVERFILL 5. THE CONTRACTOR SHALL ALSO COMPLETE THE INSPECTIONS AND REPORTING 4�Y.{'L;.
TO ITS ORIGINAL DIMENSIONSWHEN SEDIMENT ACCUMULATES TO ONE-HALFTHE HEIGHT OF THE FIRST 6"0 PVC IJVVLLL°°°
NECESSARY TO MEET THE REQUIREMENTS OF THE NPDES GENERAL STORM WATER 3. Maintain all measures as per detail sheet requirements and in accordance
BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. ��� With manufacturer's recommendations. 0°•; 9;4
EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,NOT JUSTAROUND THE SKIMMER ORTHE FIRST CELL. III=III=III=IJ.=III=III=IJI=I III=III= = PERMIT NCGOIOOOO (CONSTRUCTION ACTIVITIES). ALL EROSION AND SEDIMENTATION = '° Z= y
MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. =III=III=III=I I I I=III=III=III=III I I= I CONTROL MEASURES SHALL BE INSPECTED ONCE PER SEVEN CALENDAR DAYS OR '- = EAL ' = z❑/,{y�
2: IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN,USUALLY JERKING ON =IJ=III=III=III=�I=IIIIII--I II-jI�I I�=�I I �- I� III=III= WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 1/2 INCH OF RAIN PER t3325
THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW, =IJ=III=)I IE1I I J.J.L I_D-11 =,III- III-III-I I -T 24 HOUR PERIOD. PLEASE NOTE THAT THESE NPDES INSPECTIONS ARE IN ADDITION TO , � �•
IF THIS DOES NOT WORK,PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. -III-III-III-III-III- I I-III-III-III-III-III III-I I I I 1=1 11= THE INSPECTIONS REQUIRED BY THE SELF-INSPECTION PROGRAM. ry G
i'' I't'. A
ALSO CHECK THE ORIFICE IN SIDE THE SKIM MER TO SEE IF IT IS CLOGGED;IF SO,REMOVE THE DEBRIS. _ FILTER FABRIC 6. ALL NEW CONSTRUCTION ACTIVITIES ARE REQUIRED TO COMPLETE AND SUBMIT AN
3. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE CAN BE REMOVED AND THE SECTION A-A OR FILTER BLANKET ELECTRONIC NOTICE OF INTENT(NOI) FORM REQUESTING A CERTIFICATE OF COVERAGE
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE (CDC,) UNDER THE NCGO10000 CONSTRUCTION STORMWATER GENERAL PERMIT. THIS
THE ORIFICE BEFORE REPOSITIONING THE SKIMMER FORM MUST BE SUBMITTED PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING
4. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD RIPRAP APRON MAINTENANCE ACTIVITY. The creation of authorship contained in this drawing including
APPLICANT: but not limited a
BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE 1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER , INC.Rlldesign, text, specifications and images,
are owned, except
stated, by
SIGNIFICANT 1/2INCH OR GREATER) RAINFALL EVENTSTSEE IF AUTRY GRADING INCcept as otherwise expressly Anderson Engineering &Associates, P.A. and are protected
PO BOX 368 by copyright and other intellectual property laws. This drawing
- "- ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE
may not be copied, reproduced, transmitted, displayed,
HOPE MILLS, NC 28348 distributed,sub-licensed,altered,utilized for other projects or
OR IF STONES HAVE BEEN DISLODGED. otherwise used in any manner without the prior written
t 2. IMMEDIATELY MAKE ALL REPAIRS TO PREVENT FURTHER DAMAGE. [phone] consent of Anderson Engineering &Associates, P.A., except
- to the extent that such use constitutes "fair use" under the
A 1� p - Copyright Act of 1976(17 U.S.C.§107),as amended. Project
er may keep
.} RJ,P RAP APRON WITH WELL-DEFINED CHANNEL NTS for tended project use onlytered permanent copy to be used
3 3.0" FAiRCLOTH SKIMMER NTS S_ O . ERAL ERQSa:ON. 8f SEDIMENTATION CONTROL NOTES NTS 6 TURFING SCHEDULE � NTS
*IF THE TEMPORARY SEDIMENT BASIN DEWATERING BASIN#1 GENERAL NOTES:
WILL BE CONVERTED TO A -EXTEND 9 GAUGE WIRE To BASIN DETERMINE BORROW PIT DEWATERING BASIN SIZE USING DETAILS
PERMANENT STORMWATER BASIN OF SIDE OR INSTALL T-POST TO ANCHOR FILTRATION V=8.0203QT V= 8.0203 *Q-T,WHERE V IS VOLUME(FT3), Q IS PUMP FLOW
GREATER DEPTH,THE BAFFLE HEIGHT BAFFLE TOOF BASIN AND SECURE OTEXTILE COIR FIBER
SHOULD BE BASED E THE POOL TO VERFLET O SIDEST. Q =1,000 GPM V=16,040.60 CF RATE (GPM),AND T IS DEWATERING TIME(HR). USE MAXIMUM FL
OW
DEPTH DURING USE ASATEMPORARY BAFFLE T=2 HRS. RATE OF1000 GPM AND A MINIMUM DEWATERING TIME OF 2
SEDIMENT BASIN. 4' MAX. ---) CLASS A STONE HOURS.
DRAPE BAFFLE MATERIAL OVE I I
WIRE STRAND&SECURE WITH STEEL POST STORAGE VOLUME DRAWDOWN TIME
PLASTIC nes R ON WIRE EVERY 12" RISER SHALL BE ANON-PERFORATED,SMOOTH OR CORRUGATED ISSUE DATE: 11.02.2022
NUMBER OF ORIFICES= 1 MATERIAL WITH A FLASHBOARD OPTION.
VARIABLE CD= 0.60 N0. DATE REASON
9 GAUGE MIN.HIG i DEPTH CONSTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH NCDEQ MINING PROGRAM-REVIEW COMMENTS
D= 2.5 IN 1 01.04.202 -
TENSION WIRE STRAND 3' MIN.* - ROADWAY STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT ADD REMOVE DETAILS
-- _ SHALL BE SECURED To _ _. _ 0 4' (MAX) A= 0.03 SF MEETS THE SPECIFICATIONS OF ROADWAY STANDARD 1060-14.
POST TO SUPPORT to °W°=34' STONE ENERGY _ _. _ 32.2 FT/SEcz _ _-
. BAFFLE MATERIAL � :.: r__ ____ g
�r DISSI PATOR ELEVATIONOVERFLOW= 133.00 FT PROVIDE 5'STEEL POSTS OF THE SELF-FASTENER ANGLE STEEL
ELEVATIONINVERT= 130.00 Fr TYPE. INSTALL STEEL POSTS WITH NO MORE THAN 3'OFTHE POST
ECURE BOTTOM OF BAFFLE TO GROUND ll/� HO= - 3.00 APPEARING ABOVE GROUND. -
WITH STAPLES AT 12"MAX SPACING �4 - HO/3= 1.00
BAFFLE MATERIAL ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE OR
BAFFLE CROSS-SECTION OF A POROUS BAFFLE � ' 'L" = 139'
MATERIAL Q= 2.23 CFS OTHER ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND - -
NOTE: INSTALLTHREE(3)COIR FIBER SIDE SLOPES OF THE BASIN WITH 12"STAPLES.
BRA NAG IN OU7LINS AT ETS WITH RISER TEMPORARY POOLVOLUME= 12,757.00 CF
SPACING OF°/4THE BASIN 149.50' TIMEDEWATERING= 1.59 HR. INSTALL TYPE 2 GEOTEXTILE ON SIDE SLOPES AND BOTTOM OF -
LENGTH. TWO(2)COIR FABRI
1GAUGE BAFFLES CAN BE INSTALLED BASIN AT INLET AS SHOWN IN THE DETAIL. --
LANDSCAPING THE BASINS LESS THAN 20 FT.
STAPLE IN LENGTH WITH A SPACING OF DEWATERING BASIN#2 -
Y,THE BASIN LENGTH. USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT -
V=8.0203QT DEWATERING BASIN AS A GUIDE. THE BASIN MAY HAVE ANY TYPE
EARTHS (13AFFL PLAN EARTH DIKE Q=1,000 GPM V=16,040.60 CF CONFIGURATION AS LONG AS SUFFICIENT VOLUME IS PROVIDED
EMBANKMENT T= 2 HRS. AND PROVISIONS ARE MADE FOR A NON-PERFORATED RISER.
STEEL POSTS
2'-0"DEPTH OUTLET Vol ' STORAGE VOLUME DRAWDOWN TIME DO NOT EXCEED 3 1/2 Fr. I HEIGHT FOR
CLASS RIPRAP �e FOR BORROW PIT DEWATERING DEVICE. SCALE: NTS
HE EARTH DIKES REQUIRED
NUMBER OF ORIFICES= 1
MAINTENANCE: r 6' CD= 0.60 THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND DRAWN BY: RT
1 INSPECT BAFFLES AT AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRSLYAND
1.0'± �-�I 1.O't A= 0 03 SF PROPOSED CONSTRUCTIONDEPENDENT ON ECIFIC IOPERATE Q IONS.REQUIREMENTS AS WELL AS . CHECKED BY: LWA
IMMEDIATELY. - 1 1V2 r I 32.2 Fr/SECS PROJECT NO.: - 40-1902
2. MAINTAIN ACCESS TO BAFFLES. SHOULDTHE FABRIC 3.5' 1 r 1 3' T g SUBMIT THE SIZE, LOCATION AND RISER PIPE MATERIAL FOR
OF A BAFFLE COLLAPSE,TEAR,DECOMPOSE,OR MAX - - - - ELEVATIONOVERFLOW= 133.00 FT
BECOME INEFFECTIVE,REPLACE IT PROMPTLY. ELEVATIONINVERT= 130.00 FT APPROVAL PRIOR TO CONSTRUCTION. DRAWING FILE: 1902
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF - - UNCLASSIFIED HO= 3.00 -
FULLTO PROVIDE ADEQUATE STORAGE VOLUME.TAKE INLET ZONE EARTH MATERIAL - ANTI-SEE PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING BASIN TO FILE NO.: 1902
CARE TO AVOID DAMAGING BAFFLES DURING 25%OP SURFACE AR COIR FIBER BAFFLE STEEL POSTS COLLAR HO/3= 1.00 A MAXIMUM DEPTH OF 6 IN. BELOW TOP OF EARTH DIKE.
CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED SHEET NO.
HALF THE DESIGNED STORAGE DEPTH. FIRST CHAMBER VARIABLE Q= 2.23 CPS
25%OF SURFACE AREA PROVIDE A STONE ENERGY DISSIPATER PAD AT THE OUTLET OF THE
4. AFTER THE DRAINAGE AREA HAS BEEN STABILIZED, SECOND CHAMBER - TEMPORARY POOLVOLUME= 12,353.00 CF PUMP DISCHARGE HOSE AND OUTLET OF THE RISER BARREL IN
REMOVE ALL BAFFLE MATERIALS AND UNSTABLERAD 25%OF SURFACE AREA 0
SEDIMENT DEPOSITS,BRING THE A D TO GRADE, OUTLET ZONE TYPICAL SECTION VIEW TIMEDEWATERING= 1.54 HR. ACCORDANCE WITH ROADWAY STANDARD DRAWING 876.02 FOR
AND STABILIZE. 25%OF SURFACE AREA CUTLET W/O DITCH•
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7 COIR FIBER BAFFLE DETAIL NTS 8 BORROW PIT DEWATERING BASIN DETAIL NTS © 2022 Anderson Engineering&.Associates. P.A.